{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,7,30]],"date-time":"2025-07-30T13:10:36Z","timestamp":1753881036951,"version":"3.41.2"},"reference-count":9,"publisher":"Geological Society of London","issue":"4","license":[{"start":{"date-parts":[[2021,3,19]],"date-time":"2021-03-19T00:00:00Z","timestamp":1616112000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-002"}],"content-domain":{"domain":["www.lyellcollection.org"],"crossmark-restriction":true},"short-container-title":["QJEGH"],"published-print":{"date-parts":[[2021,11]]},"abstract":"<jats:p>\n            A detailed impact analysis on the effects of non-explosive chemicals and hydraulic rock breakers at a graphite mine in India close to an irrigation dam was carried out in this study. The dam was 70\u2005m from the mining lease boundary. When a single hydraulic rock breaker worked on fractured rock mass, the magnitude of ground vibration recorded at 10\u2005m on the same working bench was 2.37\u2005mm\u2005s\n            <jats:sup>\u22121<\/jats:sup>\n            but when it worked on fresh rock surface the ground vibration at 9\u2005m on the same working bench was 4.67\u2005mm\u2005s\n            <jats:sup>\u22121<\/jats:sup>\n            . Beyond 35\u2005m on the same bench, no ground vibrations were recorded. Ground vibrations generated by three jack hammer drilling machines operating simultaneously on the same working bench were less than 0.5\u2005mm\u2005s\n            <jats:sup>\u22121<\/jats:sup>\n            when measured at 7.2\u2005m distance. The combined effect on the magnitudes of ground vibrations by two hydraulic rock breakers operating simultaneously on the same bench 6\u2005m apart was found to be negligible. The ground vibrations generated by hydraulic rock breakers and other mining activities were found to be lower than required to cause any structural damage or threat to the stability of the dam.\n          <\/jats:p>","DOI":"10.1144\/qjegh2020-113","type":"journal-article","created":{"date-parts":[[2021,2,2]],"date-time":"2021-02-02T18:39:16Z","timestamp":1612291156000},"update-policy":"https:\/\/doi.org\/10.1144\/crossmark-policy","source":"Crossref","is-referenced-by-count":1,"title":["Ground vibration generated by hydraulic rock breakers and its impact on the safety of nearby earthfill dam in a graphite mine"],"prefix":"10.1144","volume":"54","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-2392-7840","authenticated-orcid":false,"given":"C.","family":"Sawmliana","sequence":"first","affiliation":[{"name":"CSIR\u2013Central Institute of Mining &amp; Fuel Research, Dhanbad 826001, India"}]},{"given":"R. K.","family":"Singh","sequence":"additional","affiliation":[{"name":"CSIR\u2013Central Institute of Mining &amp; Fuel Research, Dhanbad 826001, India"}]},{"given":"P.","family":"Hembram","sequence":"additional","affiliation":[{"name":"CSIR\u2013Central Institute of Mining &amp; Fuel Research, Dhanbad 826001, India"}]},{"given":"Orizen M. S.","family":"Dawngliana","sequence":"additional","affiliation":[{"name":"Department of Geology, Mizoram University, Aizawl Mizoram 796004, India"}]}],"member":"1881","published-online":{"date-parts":[[2021,3,19]]},"reference":[{"key":"e_1_3_6_2_1","volume-title":"DGMS (Tech) S&T Circular No. 7. Damage to the structures due to blast induced vibration in the mining areas","author":"Anonymous.","year":"1997","unstructured":"Anonymous. 1997. DGMS (Tech) S&T Circular No. 7. Damage to the structures due to blast induced vibration in the mining areas. Directorate General of Mines Safety, Dhanbad, 9\u201312."},{"volume-title":"Evaluation and measurement for vibration in buildings \u2013 Part 2: Guide to damage levels from ground borne vibration","author":"BS 7385:1993","key":"e_1_3_6_4_1","unstructured":"BS 7385:1993. Evaluation and measurement for vibration in buildings \u2013 Part 2: Guide to damage levels from ground borne vibration. British Standards Institute, London."},{"volume-title":"Code of practice for noise and vibration control on construction and open sites \u2013 Part 2: Vibration","author":"BS 5228-2:2009","key":"e_1_3_6_5_1","unstructured":"BS 5228-2:2009. Code of practice for noise and vibration control on construction and open sites \u2013 Part 2: Vibration. British Standards Institute, London."},{"key":"e_1_3_6_7_1","series-title":"Central Mining Research Station Publication","volume-title":"Optimum Blasting for Indian Geomining Conditions \u2013 Suggestive Standards and Guidelines","author":"Dhar B.B.","year":"1993","unstructured":"Dhar, B.B., Pal Roy, P. and Singh, R.B. 1993. Optimum Blasting for Indian Geomining Conditions \u2013 Suggestive Standards and Guidelines. Central Mining Research Station Publication."},{"key":"e_1_3_6_8_1","volume-title":"Vibration in buildings \u2013 Part 3: Effects on structures","author":"DIN 4150","year":"1999","unstructured":"DIN 4150 1999. Vibration in buildings \u2013 Part 3: Effects on structures. Deutsches Institut f\u00fcr Normung, Berlin."},{"volume-title":"Criteria for safety and design of structures subjected to underground blast","author":"IS-6922: 1973","key":"e_1_3_6_10_1","unstructured":"IS-6922: 1973. Criteria for safety and design of structures subjected to underground blast. Indian Standards Institution, Delhi, India."},{"key":"e_1_3_6_11_1","unstructured":"Massarsh K.R. and Fellenius B.H. 2014. Ground vibrations from pile and sheet pile driving. Part 2. Review of vibration standards. Proceedings of the DFI\u2013EFFC International Conference on Piling and Deep Foundations Stockholm 478\u2013501."},{"volume-title":"Erschutterungen \u2013 Erschutterungseinwirkungen auf Bauwerke (Swiss Standard on vibration effects on buildings)","author":"SN 640 3l2a: 1992","key":"e_1_3_6_13_1","unstructured":"SN 640 3l2a: 1992. Erschutterungen \u2013 Erschutterungseinwirkungen auf Bauwerke (Swiss Standard on vibration effects on buildings). Vereinigung Schweizerischer Strassenfachleute (VSS), Kommission 272, Unterbau und Fundationsschichten, Z\u00fcrich."},{"key":"e_1_3_6_14_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)1084-0680(2004)9:2(108)"}],"container-title":["Quarterly Journal of Engineering Geology and Hydrogeology"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.lyellcollection.org\/doi\/pdf\/10.1144\/qjegh2020-113","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,11,19]],"date-time":"2024-11-19T14:39:18Z","timestamp":1732027158000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.lyellcollection.org\/doi\/10.1144\/qjegh2020-113"},"secondary":[{"URL":"https:\/\/geoscienceworld.org\/qjegh\/article-lookup?doi=10.1144\/qjegh2020-113","label":"geoscienceworld"}]},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,3,19]]},"references-count":9,"journal-issue":{"issue":"4","published-online":{"date-parts":[[2021,11,8]]},"published-print":{"date-parts":[[2021,11]]}},"alternative-id":["10.1144\/qjegh2020-113"],"URL":"https:\/\/doi.org\/10.1144\/qjegh2020-113","relation":{},"ISSN":["1470-9236","2041-4803"],"issn-type":[{"type":"print","value":"1470-9236"},{"type":"electronic","value":"2041-4803"}],"subject":[],"published":{"date-parts":[[2021,3,19]]},"assertion":[{"value":"2020-06-24","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2021-01-21","order":1,"name":"revised","label":"Revised","group":{"name":"publication_history","label":"Publication History"}},{"value":"2021-01-25","order":2,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2021-03-19","order":3,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}],"article-number":"qjegh2020-113"}}